AIJ Journal of Technology and Design
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
Structures
A STATISTICAL STUDY BEAM-COLUMN JOINTS OF EXISTING HIGH-RISE STEEL BUILDINGS BASED ON THE BUILDING LETTER
Marina NAKAGAWA, Daiki SATO, Takuya NAGAE, Haruyuki KITAMURA, Takeshi SANO
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Keywords: High-rise building, Steel buildings, Long-period ground motion, The building letter, On site welding
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2013 Volume 19 Issue 42 Pages 579-584

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Abstract
According to the past researches, the structural damage of high-rise steel building when subjected to long-period ground motions is characterized by the concentration of deformation to beam-column connections. In addition, it is known the field weld connection details tend to have poor deformation capacity. So far, there is no comprehensive data base about beam-column connection details of existing high-rise buildings. This study provides a data base of high-rise steel buildings, focusing on the beam-column connection details.
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© 2013 Architectural Institute of Japan
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